TECHNICAL PAPERS
Jan 1, 2005

New Method to Assess Ride Safety on Uneven Element Pavements

Publication: Journal of Transportation Engineering
Volume 131, Issue 1

Abstract

Stone element pavements are typical of many historical urban centers in Europe. Unfortunately, their deterioration due to traffic causes severely uneven road surfaces, compromising the safety of those who ride on two-wheeled vehicles. The writers have developed a method to quantify the danger level in relation to actual road conditions by creating a mechanical model able to simulate two-wheeled vehicles on road discontinuities. Several combinations of road discontinuities and approach speeds were tested in order to determine transit safety. These model discontinuities, varying in kind and magnitude, were examined using both rectilinear trajectories and curves. Specific criteria and related thresholds were set up to identify hazardous situations. This method was used on stone element pavements with embedded tram tracks. The level of danger for each condition was thus evaluated using these criteria. Finally, we listed in a table the thresholds for the acceptable pavement discontinuities in order to formulate suggestions for maintenance management and speed limitations.

Get full access to this article

View all available purchase options and get full access to this article.

References

Crispino, M. (2000). “Analisi di caratteristiche funzionali e strutturali di pavimentazioni in pietra a masselli.” Proc., X Convegno Nazionale SIIV, Catania, Italy (in Italian).
Crispino, M., Tasora, A., and Vaghi, E. (2002). “Simulating perturbed ride of two-wheeled vehicles by multibody models,” Road Res. Lab. Rep., DIIAR, Politecnico di Milano, Milano, Italy.
Crispino, M., and Venturini, L. (2001). “Analisi sperimentale su resine poliuretaniche per la sigillatura delle pavimentazioni stradali a masselli.” Proc., XI Convegno Nazionale SIIV, Verona, Italy (in Italian).
Gottschalk, S., Lin, M. C., and Manocha, D. (1996). “OBB tree: Hierarchical structure for rapid interference detection.” Proc., Annual Conf. Series of Computer Graphics, Siggraph ’96, New Orleans, edited by H. Rushmeier, ACM, New York, 171-180.
Kamarajan, J., Rajagopalan, R., and Gupta, V. (1999). “Effects of multiple impacts on head injury criteria.” SAE technical paper series, 1999-01-0297.
Press, W. H., Teukolsky, S. A., Vetterling, W. T., and Flannery, B. P. (1988). Numerical recipes in C, Cambridge University Press, Cambridge, England, 129–164.
Schmeitz, A. J. C., and Pauwelussen, J. P. (2001). “An efficient dynamic ride and handling tire model for arbitrary road unevennesses.” VDI-Berichte NR. 1632, VDI Verlag GmbH, Düsseldorf, Germany, 173–199.
Tasora, A. (2001). “An optimized lagrangian-multiplier approach for interactive multibody simulation in kinematic and dynamical digital prototyping.” Proc., 8th Int. Symposium on Computer Simulation in Biomechanics, Politecnico di Milano, Milano, Italy, 3–12.
Watt, A., and Watt, M. (1992). Advanced animation and rendering techniques. Theory and practice, Addison-Wesley and ACM, Reading, Mass.
Winter, D. (1990). Biomechanics and motor control for human movement, Wiley-Interscience, New York, 51–72.
Zegelaar, P. W. A., and Pacejka, H. B. (1996). “The in plane dynamics of tires on uneven roads.” Proc., 14th IAVSD Symp. The dynamics of vehicles on roads and on tracks, Swets & Zeitlinger, Lisse, The Netherlands, 714–730.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 131Issue 1January 2005
Pages: 27 - 36

History

Received: Aug 8, 2002
Accepted: Apr 6, 2004
Published online: Jan 1, 2005
Published in print: Jan 2005

Permissions

Request permissions for this article.

Authors

Affiliations

Maurizio Crispino [email protected]
Associate Professor, Director of the Road Research Laboratory, Dept. of Hydraulics, Infrastructures, Environment and Surveying, Politecnico di Milano, P.za Leonardo da Vinci, 32, 20133 Milano, Italy. E-mail: [email protected]
Alessandro Tasora [email protected]
Researcher, Dept. of Electrotechnical Engineering, Politecnico di Milano, P.za Leonardo da Vinci, 32, 20133 Milano, Italy. E-mail: [email protected]
Emmanuele Vaghi [email protected]
PhD Student, Dept. of Hydraulics, Infrastructures, Environment and Surveying, Politecnico di Milano, P.za Leonardo da Vinci, 32, 20133 Milano, Italy. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share